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二次采动下临空留巷冲击地压机理

Rock Burst Mechanism of Retaining Roadways along Goaf under Secondary Mining

  • 摘要: 针对二次采动影响下临空留巷冲击地压难题,从冲击启动的载荷源入手分析冲击地压发生机理,结果表明:二次采动影响之前,临空宽煤柱应力高度集中,二次采动作用下,工作面超前58m范围应力再次升高,应力集中系数2.20 ~5.39。煤柱内开掘硐室或联巷导致周围应力再次升高至1.5~4.2倍,并诱发低位高能级微震事件频发。在采空区侧向支承压力、二次扰动引起的超前支承压力和煤柱硐室周边集中应力的共同作用下,煤柱局部区段静载荷积聚至临界水平,回采扰动下动静载荷叠加后,达到煤柱冲击启动的载荷条件。

     

    Abstract: To rock burst difficulty problem of retaining roadway under secondary mining influence,and then rock burst mechanism was analyzed from loading source of rock burst initating.The results showed that,before secondary mining influence,high stress concentration appeared at width coal pillar along goaf,under secondary mining influence,stress within 58m scope of ahead working face raised again,and stress concentration index was 2.20~5.39,surrounding stress increased to 1.5~4.2 times as chamber and roadway tunneled within coal pillar scope,lower and high energy level micro seismic appeared frequency.Under combined stresses of lateral abutment pressure,abutment pressured induced by secondary disturbing and stress concentration around coal pillar chamber,static loading of some local area of coal pillar accumulated to critical level,after static loading accumulated under mining distributed,and then coal pillar rock burst initiating loading level arrived.

     

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